By: Gabriele Chiaro, Ernesto Hernández, Alessandro Palermo, Royce Liu
Rubberized concrete (RuC), which incorporates recycled tire rubber aggregates in the matrix, offers a viable solution for managing waste tire disposal. Although adding rubber aggregates reduces the compressive strength of concrete, research suggests that in specific applications, such as flexure-controlled members, this adverse effect can be minimized. However, detailed studies on the flexural performance of reinforced RuC members remain limited. This paper presents a comprehensive study to assess the flexural performance of RuC beams, providing detailed measurements of concrete strains, steel strains, neutral axis depth, and crack widths. The experimental program tested 12 reinforced concrete beams with varying rubber content (0%, 10%, and 20% of total aggregate volume), tension reinforcement ratios (




